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DR8801-LR 881220 (2)
REPORT NO. 1 JO8 NO. 18171 HAYNES, HOLLON & ASSOCIATES, INCORPORATED Testing, Inspection & Materials Engineers 7B00 E)rookt~otlow Roa0.P 0 8ox 35481 Dallas, Texas 75~35 · [214] 631-4372 TESTEDFOR City of Coppell PROJECT Drainage Improvements Bethel Road Coppell, Texas P. O. Box 478 Coppell, Texas 75019 Attn: Mr. Steve Morton FIELD MOISTURE-DENSITY TEST RESULTS ). Test Date Location Unit Dry Moisture Reference Perce.t No. Weight (pcf) Content (~) Curve Comp. 1 11/23/88 Sta. 0+50 @ Box Culvert Bottom 101.5 20.9 114.0 @ 14.2 88.9* Waterline Backfill: 2 12/5/88 Sta. 1+00 @ 3' Above Pipe at Drop- 100.3 24.1 104.4 @ 19.2 96.1 down 3 12/5/88 Sta. 1+30 @ 3' Above Pipe 99.5 25.3 109~2 @ 16.7#' 91.1' 4*, 12/6/88 Sta. 1+30 @ 3' Above Pipe 100.2 21.7 104.4 @ 19.2 96.0 ) Remarks: * Does not meet the density specifications. · " Average of two Standard Proctor Curves. · ' Retake of previously tested area after reworking. Distribution: Buckelew Construction Submitted By: ~